Research Article
May 1976
Model Study of Horizontally Curved Box Girder
Publication: Journal of the Structural Division
Volume 102, Issue 5
Abstract
This paper describes an experimental study of a single span horizontally curved plexiglass box-girder beam with diaphragms and flange overhangs. Static loads were applied at midspan to cause a complex pattern of membrane and bending stresses with the effects of diaphragms clearly evident. Experimental results in typical cases are shown graphically and compared to the results of a special purpose finite element program developed especially for curved box analysis. Good agreement between experimental and analytical results were obtained.
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Information
Published In
Journal of the Structural Division
Volume 102 • Issue 5 • May 1976
Pages: 1097 - 1108
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: May 1976
Published online: Feb 1, 2021
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Authors
Affiliations
Adel R. M. Fam
Project Engr., Ministry of Transportation and Communications, Ontario, Canada
Carl J. Turkstra, M.ASCE
Assoc. Prof. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Quebec, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.